Design a short circular column to carry Pu=500 kips and Mu-160 ft-k. Assume f. = 4000 psi and fy=60,000. Use #3 spiral. Hint: select a cross section, assume a distance to the centroid of the bar (between 2.5 in to 3.0 in in order to obtain y), and use the Charts to find the area of steel to select your bars.)

Design a short circular column to carry Pu=500 kips and Mu-160 ft-k. Assume f. = 4000 psi and fy=60,000. Use #3 spiral. Hint: select a cross section, assume a distance to the centroid of the bar (between 2.5 in to 3.0 in in order to obtain y), and use the Charts to find the area of steel to select your bars.)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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